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Alluvial Streams:
In alluvial streams, the regime width of a river is calculated from the Lacey's formula :
W = 4.8 Q½
where W = Regime width in m, and
Q = Discharge in cu m per sec.
The waterway is kept equal to the regime width.
THE DESIGN PERIOD AVERAGE DAILY DEMAND CALCULATE. THE DESIGN DEMAND FOR THE WATER RETICULATION OR DISTRIBUTION PERIOD.
What is the difference between accuracy and precision.
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